|
The Subject Of The Order Is The Execution Of Construction Works Consisting In The Construction Of Fire Road No. 6 (Stage I) In The Gołepole And Jacewko Forestry Areas. The Investment Is Located In Forest Sections No. 45, 46, 59, 60, 76, 77, 93, 94, 110, 111, 130, 131 Of The Gołepole Forestry And In Forest Sections No. 10 And 11 Of The Jacewko Forestry, At Km 0+000 ÷ 3+474.62 Located In Registration Plots No. 7045/3, 7046/3, 7060, 7059/3, 7077, 7076, 7094, 7093, 7111, 7110, 7131, 7130, 6010/1, 6011/1, 6010/2, 6011/2 Within Registration Number 005 Ooleśnica, 300103_2 Chodzież Commune, Poviat Chodzieski, Voivodeship Greater Poland. The Entire Length Of The Road Is Located On An Existing Forest Track. At Km 0+000÷3+474.62, A 3.50 M Wide Road With A Roof-Shaped Cross-Section With A Slope Of 3% Was Designed. Along The Road, The Roadsides Are Designed To Be Made Of Crushed Aggregate, 0.75 M Wide, With A Slope Of 6% Towards The Trees. Km 0+000÷3+420.00 A Surface Was Designed With A Mixture Of Unbound Aggregate (Solid Rock) 12 Cm Thick - On A Base Made Of A Mixture Of Mechanically Stabilized Unbound Aggregate (Lithic Rock) With A Thickness Of 18 Cm.Km 3+420.00÷ 3+474.62 A Wearing Course Of Asphalt Concrete Thickness Was Designed. 4 Cm, Binding Layer Of Asphalt Concrete, Thickness. 8 Cm On A Foundation Made Of A Mixture Of Mechanically Stabilized Unbound Aggregate (Solid Rock) With A Thickness Of 18 Cm. In Order To Increase The Load-Bearing Capacity Of The Foundation, A Geogrid With Rigid Nodes Was Used, Placed Between The Foundation And The Frost-Protective Layer, 4.00 M Wide. Due To The Presence Of Organic Soils In The G-2 Group At Km 0+000 ÷ 3+474.62, A 15 Cm Thick Frost-Protective Layer Was Planned. To Allow Vehicles To Pass Each Other Freely And Ensure Traffic Safety Along The Reconstructed Road, 15 Passing Areas With A Surface Made Of A Mixture Of Mechanically Stabilized Unbound Aggregate Were Designed. The Width Of The Widening On The Passing Road Is 3.00 M, The Length Is 23.00 M, The Entrance And Exit Slopes Are 21.00 M Long. In Order To Connect The Road With The Adjacent Area, Exits To Main And Side Roads Are Designed. At The Exits To The Branch Lines, A Surface Made Of A Mixture Of Mechanically Stabilized Unbound Aggregate Was Designed For A Length Of 20.00 M, On The Remaining Exits A Surface Of 10.00 M Long Exits With A Similar Surface. The Detailed Route Of The Road Along With The Location Of Its Equipment Is Shown In Fig. No. 3.1 And 3.2 (Design Documentation - Annex No. 8) The Contractor Will Be Obliged To Implement And Agree (Approve) On Its Own A Project Of Temporary Change Of Traffic Organization For The Duration Of Road Works Within The Intersection Of Fire Road No. 6 With Provincial Road No. 183. A Detailed Description Of The Subject Of The Order Is Included In The Following Annexes To The Swz: 1) Annex No. 7 To The Swz - Contract Template, 2) Annex No. 8 To Swz - Design Documentation, 3) Annex No. 9 To Swz - Technical Specification, 4)
|
